Sentence examples for elastic lateral from inspiring English sources

A laterally unrestrained long-span beam will fail by elastic lateral torsional buckling at a load much lower than its full plastic moment capacity.

The first coefficient, applicable during elastic lateral displacement, was developed through an analytical process.

Their member capacity design formulae developed to date are based on their elastic lateral buckling moments, and only limited research has been undertaken to predict the elastic lateral buckling moments of LSBs with web openings.

Recent research has developed a modified elastic lateral buckling moment equation to allow for lateral distortional buckling effects.

A full-scale bending test is then conducted on each specimen, to determine its elastic lateral torsional buckling resistance.

The elastic lateral torsional buckling behavior of doubly symmetric web tapered thin-walled beams is investigated in this work.

This paper is concerned with the elastic lateral-distortional (LD) buckling of overhanging steel monorail I-beams and its influence on their design strengths.

This paper presents test results for Pultruded FRP (PFRP) beams failing by elastic Lateral-Torsional Buckling (LTB) under various loading and displacement boundary conditions.

This is due in part to the fact that there are no simple closed-form solutions that account for these effects, whereas closed-form solutions are well established for elastic lateral-torsional buckling using thin-walled open-section beam theory.

The American Iron and Steel Institute incorporated design equations for the critical elastic lateral-torsional buckling stress in the North American Specification for the Design of Cold-Formed Steel Structural Members.

The classical solution for the elastic lateral-torsional buckling load of such an arch is based on the assumption that the uniform radial load produces a uniform axial compressive force in a circular arch without in-plane bending.